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IXEQ 11/05/92 Stockton California - Austin Landfitl JOB 1 PASS 1 Post-development Condition Preliminary REV 02/24/87 (11/5/92) PAGE 2 I XECUTIVE CONTROL OPERATION ENCREM MAIN TIME INCREMENT = .10 HOURS RECORD %D EXECUTIVE CONTROL OPERATION COMPUT FROM XSECTION 1 TO STRUCTURE 1 RECORD ID STARTING TIME _ .00 RAIN DEPTH = 3.20 RAIN DURATION= 1.00 RAIN TABLE N0.= 1 ANT. MOIST. COND= 2 ALTERNATE NO.= 1 STORM NO.= 1 MAIN TIME INCREMENT = .10 HOURS 'PERATION RUNOFF CROSS SECTION 1 � ` PEAK TIME(HRS) PEAK DISCHARGE(CFS PEAK ELEVATION(FEET) 10.79 184.75je (RUNOFF) TIME(HRS) FIRST HTDROGRAPH POINT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .42 SQ.MI. 1.00 DISCHG .01 .03 .06 .13 .22 .36 .55 .79 1.07 1.39 1 2.00 DISCHG 1.75 2.14 2.56 2.49 3.44 3.91 4.38 4.86 5.34 5.81 3.00 DISCHG 6.28 6.74 7.18 7.61 6.02 8.41 8.79 9.15 9.50 9.85 ` 4.00 DISCHG 10.19 10.54 10.89 11.24 11.58 11.92 12.24 12.56 12.87 13.18 0 5.00 DISCHG 13.49 13.80 14.13 14.45 14.79 15.14 15.50 15.87 16.24 16.63 6.00 DISCHG 17.01 17.40 17.78 18.16 18.52 18.87 19.20 19.52 19.84 20.17 7.00 DISCHG 20.51 20.88 21.28 21.72 22.18 22.68 23.21 23.78 24.38 24.99 8.00 DISCHG 25.61 26.27 26.96 27.70 28.49 29.35 30.32 31.42 32.66 34.05 1 9.00 DISCHG 35.60 37.39 39.43 41.70 44.18 46.88 50.44 55.59 62.67 72.21 10.00 DISCHG 84.96 100.93 118.72 136.94 153.99 168.OB 178.07 183.40 184.74 182.72 11.00 DISCHG 177.73 169.61 159.75 149.12 138.25 127.87 118.60 110.38 102.78 95.82 3 12.00 DISCHG 89.57 83.93 78.88 74.37 70.34 66.69 63.43 60.51 57.89 55.51 44.00 42.82 41.73 40.69 13.00 DISCHG 53.40 51.46 49.71 48.10 46.62 45.26 14.00 DISCHG 39.71 38.77 37.86 36.98 36.14 35.33 34.58 33.89 33.25 32.66 15.00 DISCHG 32.12 31.62 31.15 30.72 30.32 29.96 29.64 29.34 29.07 28.81 16.00 DISCHG 28.57 28.33 28.08 27.82 27.56 27.30 27.01 26.72 26.41 26.10 17.00 DISCHG 25.79 25.47 25.16 24.86 24.57 24.30 24.06 23.83 23.61 23.40 18.00 DISCHG 23.19 22.98 22.76 22.53 22.28 22.03 21.77 21.51 21.26 21.04 19.00 DISCHG 20.86 20.72 20.61 20.53 20.46 20.39 20.32 20.22 20.11 14.97 20.00 DISCHG 19.81 19.62 19.41 19.20 18.98 18.77 18.58 18.41 18.25 18.11 21.00 DISCHG 18.00 17.90 17.81 17.74 17.69 17.64 17.59 17.54 17.48 17.42 22.00 DISCHG 17.33 17.23 17.11 16.97 16.83 16.69 16.56 16.43 16.31 16.21 23.00 DISCHG 16.11 16.04 15.97 15.92 15.88 15.84 15.80 15.76 15.71 15.65 24.00 DISCHG 15.57 15.44 15.22 14.89 14.43 13.80 12.98 12.00 10.92 9.78 1 . 25.00 DISCHG 8.65 7.55 6.52 5.57 4.71 3.97 3.35 2.85 2.42 2.05 26.00 DISCHG 1.74 1.48 1.25 1.06 .90 .76 .64 .54 .46 .39 27.00 DISCHG .33 .27 .23 .19 .16 .13 .11 .09 .07 .06 28.00 DISCHG .05 .04 .03 .02 .02 .01 .01 .00 RUNOFF VOLUME ABOVE BASEFLOW = 2.97 WATERSHED INCHES, 808.13 CFS-HRS, 66.78 ACRE-FEET; BASEFLOW = .00 CFS .)ERATION RESVOR STRUCTURE 1